申林方
申林方 硕导
性别：女
职称：副教授
学位：博士
Email：@qq.com
学习经历
2007.09-2010.06 中国科学院武汉岩土力学研究所获博士学位
2004.09-2007.07 昆明理工大学建筑工程学院土木工程系获硕士学位
2000.09-2004.07 昆明理工大学建筑工程学院土木工程系获学士学位
工作经历
2010.07-2012.07 北京大学工学院，博士后
2012.9-至今 昆明理工大学建筑工程学院土木工程系
研究方向
多场耦合理论及其在岩土工程中的应用
科研项目
1.应力-渗流耦合作用下斜坡岩体结构面物质溶解-沉淀-运移机理研究，国家自然科学基金青年项目，项目编号：**
2.高地应力及水位循环变动区域斜坡岩体结构面物质运移机理研究，云南应用基础研究计划面上项目，项目编号：2016FB077
学术成果
论文：
[1]王志良,申林方,李邵军,等.基于格子Boltzmann方法的岩体单裂隙面渗流特性研究[J].岩土力学, 2017, 38(4): 1203-1210.
WANG Zhi-liang, SHEN Lin-fang, LI Shao-jun, et al. Seepage characteristics of a single fracture based on lattice Boltzmann method [J]. Rock and Soil Mechanics, 2017, 38(4): 1203-1210.
[2]崔冠哲,申林方,王志良,等.基于格子Boltzmann方法土体CT扫描切片细观渗流场的数值模拟[J].岩土力学, 2016, 37(5): 1497-1502.
CUI Guan-zhe, SHEN Lin-fang, WANG Zhi-liang, et al. Numerical simulation of mesoscopic seepage field of soil CT scanned slice based on lattice Boltzmann method[J]. Rock and Soil Mechanics, 2016, 37(5): 1497-1502.
[3]王志兵,申林方,徐则民.头寨滑坡地下水化学特征及其反映的水-岩（土）相互作用[J].水文地质工程地质, 2016, 43(1): 1203-1210.
WANG Zhi-bing, SHEN Lin-fang, XU Ze-min. Hydrochemical charcateristics and their implication for the water-rock/soil interaction in the Touzhai landslide [J]. Hydrogeology & Engineering Geology, 2016, 43(1): 1203-1210.
[4]申林方,王志良,李邵军.基于土体细观结构重构技术的渗流场数值模拟[J].岩土力学, 2015, 36(11): 3307-3314.
SHEN Lin-fang, WANG Zhi-liang, LI Shao-jun. Numerical simulation for seepage field of soils based on mesoscopic structure reconfiguration technology [J]. Rock and Soil Mechanics, 2015, 36(11): 3307-3314.
[5]申林方,王志良,李邵军.基于格子博尔兹曼方法表征体元尺度土体细观渗流场的数值模拟[J].岩土力学, 2015, 36(S2): 689-694.
SHEN Lin-fang, WANG Zhi-liang, LI Shao-jun. Numerical simulation for mesoscopic seepage field of soil based on lattice Boltzmann method at REV scale [J]. Rock and Soil Mechanics, 2015, 36(S2): 689-694.
[6]申林方,王志良,魏纲,等.盾构施工引起土体超孔隙水压力消散问题的研究[J].铁道学报, 2015, 37(6):112-118.
SHEN Lin-fang, WANG Zhi-liang, WEI Gang, et al. Research on dissipation of excess pore water pressure caused by shield tunnelling [J]. Journal of the China Railway Society, 2015, 37(6):112-118.
[7]周潇,申林方,阮永芬,等.基于四参数随机生长法重构土体的渗流细观数值模拟[J].排灌机械工程学报, 2015, 33(4):316-321.
ZHOU Xiao, SHEN Lin-fang, RUAN Yong-fen, et al. Reconstructed soil meso-numerical seepage simulation based on quartet structure generation set [J]. Journal of Drainage and Irrigation machinery Engineering, 2015, 33(4):316-321.
[8]申林方,王志良,常海滨,等.基于概率配点法的岩土材料参数随机场及其响应分析[J].计算力学学报, 2015, 32(1):64-69.
SHEN Lin-fang, WANG Zhi-liang, CHANG Hai-bin, et al. Probabilistic collocation method for geotechnical stochastic field and response analysis [J]. Chinese Journal of Computational Mechanics, 2015, 32(1):64-69.
[9]申林方,王志良,李邵军.基于格子Boltzmann方法的饱和土体细观渗流场[J].排灌机械工程学报, 2014, 32(10):883-887.
SHEN Lin-fang, WANG Zhi-liang, LI Shao-jun. Mesoscopic seepage field of saturated soil with lattice Boltzmann method [J]. Journal of Drainage and Irrigation machinery Engineering, 2014, 32(10):883-887.
[10]申林方,王志良,魏纲,等.盾构隧道开挖面被动极限支护压力的三维解析解[J].现代隧道技术, 2014, 51(6):35-40.
SHEN Lin-fang, WANG Zhi-liang, WEI Gang, et al. Three-dimensional analytical solution for passive limit support pressure during shield tunnelling [J]. Modern Tunnelling Technology, 2014, 51(6):35-40.
[11]王志良,申林方,魏纲.盾构隧道施工引起周围土体超孔隙水压力的分析[J].现代隧道技术, 2014, 51(4): 67-72.
WANG Zhi-liang, SHEN Lin-fang, WEI Gang. Analysis of excessive pore water pressure of soil induced by shield tunnelling [J]. Modern Tunnelling Technology, 2014, 51(4): 67-72.
[12]王志良,申林方,谢建斌.人工冻结法单管冻结引起周围土体温度场变化的研究[J].现代隧道技术, 2014, 51(1): 86-90.
WANG Zhi-liang, SHEN Lin-fang, XIE Jian-bin. On temperature field variation of the surrounding soil mass caused by artificial single pipeline freezing [J]. Modern Tunnelling Technology, 2014, 51(1): 86-90.
[13]王志良,申林方,谢建斌,等.盾构掘进开挖面前方产生超孔隙水压力的分析[J].铁道学报, 2013, 35(5): 90-96.
WANG Zhi-liang, SHEN Lin-fang, XIE Jian-bin, et al. Analysis on excess pore water pressure induced by shield tunnelling in front of excavation face [J]. Journal of the China Railway Society, 2013, 35(5): 90-96.
[14]申林方,王志良,谢建斌.基于边界配点法的浅埋隧道开挖引起周围土体变形的分析[J].岩土力学, 2012, 33(S2): 297-301.
SHEN Lin-fang, WANG Zhi-liang, XIE Jian-bin. Response analysis of soil deformation induced by shallow tunnel excavation based on boundary collocation method [J]. Rock and Soil Mechanics, 2012, 33(S2): 297-301.
[15] SHEN Lin-fang.Probabilistic collocation method for yield approach index of heterogeneous slope, Procedia Engineering, 2012, 31: 1019-1023.
[16] SHEN Lin-fang, Feng Xia-ting, PAN Peng-zhi et al.Experimental study on relationship between hydraulic aperture and rock-water dissolution of granite. 46th US Rock Mechanics / Geomechanics Symposium,2012: 916-920.
[17]申林方,冯夏庭,潘鹏志,等.应力作用下岩石的化学动力学溶解机制研究[J].岩土力学, 2011, 32(5): 1320-1326.
SHEN Lin-fang, FENG Xia-ting, PAN Peng-zhi, et al. Chemical kinecics dissolution mechanism of rock under stress[J]. Rock and Soil Mechanics, 2011, 32(5): 1320-1326.
[18]申林方,冯夏庭,潘鹏志,等.单裂隙花岗岩在应力-渗流-化学耦合作用下的试验研究[J].岩石力学与工程学报, 2010, 29(7): 1379-1388.
SHEN Lin-fang, FENG Xia-ting, PAN Peng-zhi, et al. Experimental research on mechano-hydro-chemical coupling of granite with single fracture [J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(7): 1379-1388.